Total Bridges
22,733
Public highway bridges in Oklahoma
State profile · Near national median SD
Oklahoma bridge safety
Condition ratings, load ratings, and structural-deficiency data for every public highway bridge in Oklahoma — drawn straight from the FHWA National Bridge Inventory.
- 22,733
- Public bridges
- 38.2%
- Good condition
- 7.5%
- Poor condition
- 7.5%
- Structurally deficient
Good Condition
38.2%
8,693 bridges rated 7-9
-11.8pp vs 50% benchmark
Poor Condition
7.5%
1,705 bridges rated 0-4
Structurally Deficient
7.5%
1,705 bridges flagged for repair priority
0.5pp vs national avg 7.0%
Oklahoma vs national bridge condition
Oklahoma — Good condition share 38.2%
National avg
Share of bridges rated 7-9 on the FHWA 0-9 scale (deck, superstructure, substructure all good).
Oklahoma — Structurally deficient share 25.0%
National avg
Lower is better. Bar maxes at 30% (worst-state ceiling). National average sits at 7.0%.
Condition Distribution
Bridge inventory deck-condition mix — Oklahoma (FHWA NBI)
Counties (77)
Adair 139 Alfalfa 386 Atoka 232 Beaver 189 Beckham 309 Blaine 271 Bryan 285 Caddo 414 Canadian 492 Carter 339 Cherokee 203 Choctaw 216 Cimarron 93 Cleveland 316 Coal 139 Comanche 592 Cotton 213 Craig 176 Creek 391 Custer 382 Delaware 159 Dewey 167 Ellis 152 Garfield 504 Garvin 323 Grady 446 Grant 471 Greer 225 Harmon 106 Harper 128 Haskell 153 Hughes 205 Jackson 284 Jefferson 150 Johnston 150 Kay 414 Kingfisher 294 Kiowa 474 Latimer 196 Le Flore 466 Lincoln 448 Logan 280 Love 130 Major 266 Marshall 78 Mayes 232 McClain 239 McCurtain 260 McIntosh 198 Murray 128 Muskogee 396 Noble 342 Nowata 126 Okfuskee 204 Oklahoma 1216 Okmulgee 305 Osage 356 Ottawa 265 Pawnee 171 Payne 384 Pittsburg 409 Pontotoc 238 Pottawatomie 400 Pushmataha 245 Roger Mills 153 Rogers 267 Seminole 293 Sequoyah 260 Stephens 380 Texas 110 Tillman 281 Tulsa 1124 Wagoner 253 Washington 214 Washita 361 Woods 310 Woodward 167
Oklahoma vs nearby ranks
Adjacent states on the structurally deficient leaderboard (lower share = better)
States are ranked by share of bridges flagged structurally deficient — the FHWA classification for any span where deck, superstructure, or substructure carries a condition rating of 4 or below. Lower percentages indicate stronger maintenance funding and inspection follow-through. States here sit immediately above and below Oklahoma on the same metric.
21
Kentucky
7.06% top marginal rate
33
New Hampshire
7.08% top marginal rate
40
Oklahoma
7.50% top marginal rate
35
New Mexico
7.61% top marginal rate
44
Rhode Island
7.69% top marginal rate
Bridges Needing Most Attention in Oklahoma
Six lowest-condition bridges in Oklahoma, ranked by composite NBI rating. Each is inspected at least every 24 months.
N3248 (WALNUT ST.)
PoorOver: RUSH CREEK (WALNUT ST.)
0.5 MI SE OF COURTHOUSE, Garvin, OK
Built 1920 Load: 0.1 t ADT: 4,200
N2280
Structurally DeficientOver: CREEK
1.2E 2.9N OF ARAPAHO, Custer, OK
Built 1920 Load: 1.8 t ADT: 24
N3070
Structurally DeficientOver: CREEK
7.E 3.S OF HUNTER, Garfield, OK
Built 1922 Load: 1.8 t ADT: 25
E0560
Structurally DeficientOver: BITTER CREEK
.5N 9E OF BISON, Garfield, OK
Built 1953 Load: 1.8 t ADT: 60
E0450
Structurally DeficientOver: CREEK
7W 2.5S OF I-35/CM TPK, Noble, OK
Built 1941 Load: 1.8 t ADT: 24
6338C
PoorOver: CREEK
.6 N & .2 W OF WANETTE, Pottawatomie, OK
Built 1940 Load: 1.8 t ADT: 70
All Bridges in Oklahoma
U.S. 64
FairOver: BIG SALLISAW CR. O'FLOW
13.57 E JCT. S.H. 10, Sequoyah, OK
Built 2016 Load: 85.5 t ADT: 4,000
U.S. 64
FairOver: CREEK
3.1 MI W ALFALFA CO, Woods, OK
Built 1928 Load: 85.5 t ADT: 2,100
U.S. 177
FairOver: CREEK
2.6 MI S JCT SH 9, Pottawatomie, OK
Built 1964 Load: 85.6 t ADT: 5,800
N2630
FairOver: CREEK
5W; .1N HWY 7 AND HWY 65, Comanche, OK
Built 2009 Load: 86.1 t ADT: 200
N2600
FairOver: CREEK
1W 1.5N OF CHEROKEE, Alfalfa, OK
Built 2016 Load: 86.2 t ADT: 100
E1900
FairOver: CREEK
1 S & 2.8 W OF FILMORE, Johnston, OK
Built 2000 Load: 86.2 t ADT: 100
E0580
FairOver: CREEK
7.75S; 2.3W OF HWY 86/77, Noble, OK
Built 2007 Load: 86.2 t ADT: 50
E0580
FairOver: CREEK
7.75S; 2.6W OF HWY 86/77, Noble, OK
Built 2007 Load: 86.2 t ADT: 50
E1590
FairOver: CREEK
.9N&2.6W OF UNION VALLEY, Pontotoc, OK
Built 2002 Load: 86.2 t ADT: 30
E1520
FairOver: CREEK
2 N & 1.3 E OF HOMER, Pontotoc, OK
Built 1993 Load: 86.2 t ADT: 100
N1120
FairOver: CREEK
10.2E 5.5S OF HARDESTY, Texas, OK
Built 1993 Load: 86.2 t ADT: 100
N2140
FairOver: BENT CREEK
1W 2.3S OF MUTUAL, Woodward, OK
Built 2007 Load: 86.2 t ADT: 25
S.H. 34
FairOver: GILBERT CREEK
7.5 MI N WOODWARD CO, Harper, OK
Built 1954 Load: 86.3 t ADT: 410
U.S. 64
FairOver: CREEK
2.4 MI N JCT SH-50, Woods, OK
Built 1934 Load: 86.5 t ADT: 900
S.H. 22
FairOver: CREEK
11.23 E & S JCT US-69, Bryan, OK
Built 1968 Load: 86.9 t ADT: 800
N3680
FairOver: BACHELOR CREEK
1.2N OF GYPSY, Creek, OK
Built 1993 Load: 87.9 t ADT: 100
108TH AVE SE
FairOver: EAST WILLOW CREEK
0.3 S YORK RD, Cleveland, OK
Built 1997 Load: 88.0 t ADT: 100
E0570 BRUSH CREEK
FairOver: BRUSH CREEK
.9 MI E BRUSH CREEK, Payne, OK
Built 2021 Load: 88.0 t ADT: 100
N3440
FairOver: WEST DRY CREEK
4.1 N & 2.1 W OF ROFF, Pontotoc, OK
Built 1991 Load: 88.0 t ADT: 100
E0120
FairOver: BULL CREEK
2N 3.2E OF SH50/US64, Woods, OK
Built 1938 Load: 88.0 t ADT: 24
I-35
FairOver: CREEK
9.4 MI N MURRAY C/L, Garvin, OK
Built 1968 Load: 88.1 t ADT: 30,600
S.H. 31
FairOver: CREEK
13.67 E HASKELL C/L, Le Flore, OK
Built 1936 Load: 88.1 t ADT: 3,200
S.H. 7
FairOver: CREEK
3.2 MI E JCT US 81, Stephens, OK
Built 1967 Load: 88.1 t ADT: 4,500
U.S. 412 ALT.
FairOver: CREEK
10.3 MI E OF TURNPIKE, Mayes, OK
Built 1928 Load: 88.2 t ADT: 1,900
U.S. 75
FairOver: FLAT ROCK CREEK
7.8 N JCT US-62, Okmulgee, OK
Built 1957 Load: 88.3 t ADT: 17,500
S.H. 145
FairOver: CREEK
.06 MI. E JCT I-35, Garvin, OK
Built 1974 Load: 88.6 t ADT: 1,200
U.S. 70
FairOver: SASSAFRAS BRANCH CREEK
17.20 E JCT SH-78, Bryan, OK
Built 1966 Load: 88.7 t ADT: 3,300
1006C
FairOver: CREEK
3 MI S .4 JCT SH 7 & 76, Carter, OK
Built 1992 Load: 88.9 t ADT: 238
U.S. 281
FairOver: CREEK
0.7 MI N JCT US-64, Woods, OK
Built 1937 Load: 88.9 t ADT: 3,900
E0090
FairOver: CREEK
.8S .5E OF CAPRON, Woods, OK
Built 1989 Load: 88.9 t ADT: 24
E1760
FairOver: CREEK
9.9E 2S OF US 81/SH 7, Stephens, OK
Built 2002 Load: 89.0 t ADT: 350
S.H. 22
FairOver: BOKCHITO CREEK
10.15 E & S JCT US-69, Bryan, OK
Built 1968 Load: 89.1 t ADT: 800
I-35
FairOver: CREEK
5.2 MI N LOVE C/L, Carter, OK
Built 1965 Load: 89.1 t ADT: 32,200
U.S. 75
FairOver: NEGRO CREEK
5.31 N JCT US-62, Okmulgee, OK
Built 1957 Load: 89.1 t ADT: 18,900
U.S. 62
FairOver: CREEK
8.2 MI E TILLMAN C/L, Kiowa, OK
Built 1971 Load: 89.4 t ADT: 5,000
N1240
FairOver: CREEK
2. E 8.7 N OF BALKO, Beaver, OK
Built 1969 Load: 89.8 t ADT: 40
I-40 BUS./ U.S. 81
FairOver: CREEK
IN SOUTH PART EL-RENO, Canadian, OK
Built 1946 Load: 89.8 t ADT: 9,600
E179
FairOver: OVER FLOW CREEK
4.0 N & 2.4 E SH 53/SH 65, Cotton, OK
Built 1998 Load: 89.8 t ADT: 100
N3330
FairOver: CREEK
1 NE .1 S OF MIDWAY, Lincoln, OK
Built 2016 Load: 89.8 t ADT: 24
S.H. 9 A
FairOver: CREEK
6 MI W-N SEMINOLE, Pottawatomie, OK
Built 1955 Load: 90.2 t ADT: 1,300
I-40 EB
FairOver: CREEK
1.6 MI E JCT SH 18, Pottawatomie, OK
Built 1963 Load: 90.2 t ADT: 9,450
I-40
FairOver: CREEK
0.3 MI E JCT SH 18, Pottawatomie, OK
Built 1963 Load: 90.2 t ADT: 20,500
S.H. 58
FairOver: SPRING CREEK
5.3 MI.N.OF JCT.SH45, Alfalfa, OK
Built 1953 Load: 90.4 t ADT: 690
W ROCK CREEK RD
FairOver: CREEK
0.6 W 48TH AVE NW, Cleveland, OK
Built 1942 Load: 90.4 t ADT: 3,366
S.H. 66
FairOver: CREEK
18.4 MI NE JCT SH 48, Creek, OK
Built 1952 Load: 90.4 t ADT: 9,000
S.H. 51 A
FairOver: CREEK
0.5 MI N BLAINE C/L, Major, OK
Built 1967 Load: 90.4 t ADT: 630
E0920 (COVELL RD.)
FairOver: CREEK
.1W OF COLTRANE ON COVELL, Oklahoma, OK
Built 1995 Load: 90.4 t ADT: 2,400
N3080 (SANTA FE)
FairOver: HUNTER CREEK
.1N OF COFFEE CREEK, Oklahoma, OK
Built 1996 Load: 90.4 t ADT: 1,500
IRR 5806C (N4630)
FairOver: CREEK
2.5E 2N OF QUAPAW, Ottawa, OK
Built 2004 Load: 90.4 t ADT: 100
I-40
FairOver: CREEK
9.3 MI E POTT CO, Seminole, OK
Built 1963 Load: 90.4 t ADT: 15,100
Showing 12,151-12,200 of 22,733 bridges
Data sourced from the FHWA National Bridge Inventory (NBI), latest released cycle. See our methodology for details. Retrieved and formatted by PlainBridges Editorial.
Disclaimer: This information is provided for informational purposes only and does not constitute professional advice. Data is sourced from the FHWA National Bridge Inventory (NBI). A "structurally deficient" rating is a repair-priority signal, not a closure or unsafe-to-cross designation. Consult a qualified civil engineer before making decisions based on this data.
Understanding Bridge Conditions
How FHWA rates bridge condition on a 0-9 scale.
Check Your Daily Bridges
How to look up bridge condition data for bridges on your route.
Read our methodology — how this data is sourced, computed, and verified.